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HomeMy WebLinkAboutPermit D11-042 - NORTHWEST SOUVENIRS - RACKSNORTHWEST S OUVENIRS 1071 ANDOVER PK E Di 1-042 City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 2623049106 Address: 1071 ANDOVER PK E TUKW Suite No: Project Name: NORTHWEST SOUVENIRS DEVELOPMENT PERMIT Permit Number: D11 -042 Issue Date: 03/08/2011 Permit Expires On: 09/04/2011 Owner: Name: PROLOGIS TLF ANDOVER LLC Address: 2235 FARADAY AVE #O , CARLSBAD CA 92008 Contact Person: Name: MIKE SORENSON Address: 1100 SW 7 ST , RENTON WA 98057 Contractor: Name: NORTH WEST HANDLING SYSTEMS INC Address: 1100 S.W. 7TH STEET , RENTON, WA 98055 Contractor License No: NORTHWH275JF Phone: 206 818 -4488 Phone: 206 255 -0500 Expiration Date: 10/09/2011 DESCRIPTION OF WORK: ALIGNMENT AND ANCHORING OF EXISTING RACKS. Value of Construction: $0.00 Fees Collected: $143.10 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0025 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -042 Printed: 03 -08 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: LiU Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: // " C 14--e.._ Q,/1.,S vYt Date: -3/d /)-0 e This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. doc: IBC -7/10 D11-042 Printed: 03 -08 -2011 6: All construction shall be done in conform with the approved plans and the requiremm of the International Building Code or International Residential International Mechanical Code, Washingt ate Energy Code. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 10: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 11: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 12: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 13: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 14: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 15: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 16: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinlder head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 17: Clearance between ignition sources, such as light fixtures, heaters and flame - producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 18: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11-042 Printed: 03 -08 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. For of rce use onl Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: (071 ,4oyvt r �+r'k 6 - Tenant Name: /Vo �v -dc-S / 50l.[ Ve.ni r Property Owners Name: 'Fs--b h)-', 5 M 4 r R-e -12- S Mailing Address: vZ3 6 6 /1'1^-` S City State King Co Assessor's Tax No.: Suite Number: �l 1 Floor: / New Tenant: 0"' Yes ❑ ..No Zip CONTACT PERSON who do we contact when your permit is ready to be issued Name: /4 1 ke cc I (Q4 4S Mailing Address: d • Sit! Day Telephone: o6 " R/8 - LyLO c? r • E -Mail Address: W1 S o r Con h W . CO 64,7 City State Zip Fax Number: y as-- ?as.- 6996 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: /0 o r \Viyr f�iv} Mailing Address: 1 I 0 0 .S W 7e' S T Contact Person:i E -Mail Address: S O re''' S S cc. Contractor Registration Number: S(/iy t—H1 tti N cc'' S J r City State Zip Day Telephone: ?tot( - g' z tte& Fax Number: 141--C- Expiration Date: %1)(? /c)-o (/ R.CHITE,CT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: Sta e Zip ENGINEER OF RECORD --All plans must be stamped by Engineer of Record Company Name: �6i ri Des t� h . /61r ry (_U Mailing Address: '1 ( a` "J. -re a'cr Ley # c'�-e' Y (r'1,I41L C4. C7/c9-.0 J /''' ,/�/ / City State Zip Contact Person: C.�'Zt r 7 C%' 4 o I`1 Day Telephone: ' ( a2-110 :)3g( 0 E -Mail Address: / Fax Number: .g( g c)-11.0 381..' H: ApplicationsWorms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ i,tC4-/It° Existing Building Valuation: $ Scope of Work (please provide detailed information): Q`I/+7. hM�"t Cf/7a1 4v7 CAa f".1 c99' S4 I/ .44 1 ^. -rr ra( r. �/ .sue S.ne 4c .46/dr4w, 1 12n t/ x 4 5,0�� ce;.,,,�.�. Cr- o s e ! e f,'�„s, /o c 4 h ons, ore c r-,�, t ��.� c�.e.k t �s , ci- Will there be new rack storage? Yes ❑ .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PRO CTION/HAZARDOUS MATERIALS: [sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) ' Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ®' No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H'.Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing - Structure New Type of Construction per IBC Type of Occupancy per BC 15L Floor 7 a CD C) (900 I 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck v PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PRO CTION/HAZARDOUS MATERIALS: [sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) ' Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ®' No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H'.Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 • i.PERMITIVPItLicATION NOTES - Applicable to 4ll:0rmits.111, this application • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHOIIIH'AGENT: Signature: Print Name: Ike" Mailing Address: ( (00 S (R/ 7 412 S / Date Application Accepted: Date: �� �' �` O / / Day Telephone: gee 125 nri,,1 %4//7- 9e6.57 City State Zip 02- (I Date Application Expires: os H:\Applicat ions\ Forms - Applications On Iine\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh 2J-6 Staff Initials: Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049106 Address: 1071 ANDOVER PK E TUKW Suite No: Applicant: NORTHWEST SOUVENIRS RECEIPT Permit Number: D11 -042 Status: APPROVED Applied Date: 02/24/2011 Issue Date: Receipt No.: R11 -00444 Payment Amount: $88.50 Initials: WER Payment Date: 03/08/2011 02:35 PM User ID: 1655 Balance: $0.00 Payee: MIKE SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 063417 ACCOUNT ITEM LIST: Description 88.50 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 84.00 640.237.114 4.50 Total: $88.50 doc: Receiot -06 Printed: 03 -08 -2011 1 City of Tukwila ti Department of Community Development 6300 Southcenter Boulevard, Suite #100 p Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049106 Address: 1071 ANDOVER PK E TUKW Suite No: Applicant: NORTHWEST SOUVENIRS RECEIPT Permit Number: D11 -042 Status: PENDING Applied Date: 02/24/2011 Issue Date: Receipt No.: R11 -00339 Payment Amount: $54.60 Initials: JEM Payment Date: 02/24/2011 11:35 AM User ID: 1165 Balance: $88.50 Payee: MICHAEL J SORENSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 013414 ACCOUNT ITEM LIST: Description 54.60 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 54.60 Total: $54.60 doc: Receiot -06 Printed: 02 -24 -2011 • INSPECTION RECORD n�f , ��,� I Retain a copy with permit J '�" INSPECTION NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: ' Al - W .. —.Co v ✓� . 'L.., Type of Inspection: _F "AI at1. -- , , , l-D. 41,. Address: 4. Date Called: Special Instructions:' Date Wanted• a.m. Requester: l ..7A9 6? —8-'1 ks — 44 ey Approved per applicable codes.- a Corrections required prior to approval. it_ COMMENTS: p-e114', 6,6 44 0\4? Jr' Inspector Date:_ C f REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be . paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. } INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION I' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit A / —O4'Z PERMIT Na. • Project: Aka ■T6?/6e -/✓ //" 5 Type of Inspection: A //tifi s L-- Address: /D 7/ ,qrn et/i0 rue E Date Called: Special Instructions: Date Wanted: ta.m�. Requester: Phone No: A B - ce/B - 94492 LiApproved per applicable codes. Corrections required prior to approval. COMMENTS: )Jier �o p.e0Ak —mssflpL9: r ( Rved Inspec % t ^~ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be •paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / 1 - PERMIT NUMBERS CITY OF TUKWLA FIR,pDEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Projecto 1 kJ S 0 U. Ve, / 01- t of Inspection: Address: / / 4f Contact Person: Suite #: ' /hone Special Instructions: Phone No.: - Approved per ap licable codes. Corrections required prior to approval. COMMENTS: / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector:2 A C.o,‘ s D__ Date: Vi/// Hrs.: i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D/' 0q PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa._ 98188 206 -575 -4407 Project: j 1Vi �►tLVeIt!t(5 Type Ins ection: Address: Ao1 Suite #: A p 6 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. rrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: _ 1k ( 54-0/ y-.e , , C Al Al.. 2- 5rot. el s 0 1 y Permits: Occupancy Type: ):3;1 e /o /--- t-T3 • . Needs Shift Inspection: _ _ Sprinklers: Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: T vv\ K Date: 3-. II_ // Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Forrn.Doc 1/13/06 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e e l S o i l s W o o d August 5, 2011 File: 11 -122 PrCEP /ED AUG0820111 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: COMMUNITY DEVELOPMENT Northwest Souvenirs 1071 Andover Park E. 011-042 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of our inspection report has already been sent. 1. Proprietary anchor installation To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President cc: NorthWest Handling Systems -Thom Drew, Mike Sorenson Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 RECEIVED APR 21 2011 COMMUNITY DEVELOPiafIENT Field Report Report #: 52242 128,) `, 80th Ave N E', Park 18d Suit 49,1e 4'402 881 5812 Eax,425 881 5441 e Client: North West Handling Systems, Inc. 1100 SW 7th St. Renton, WA 98055 Contact: Thom Drew Project Number: Permit #: Project Name: Address: Northwest Souvenirs 1071 Andover Park E. Inspection Performed: Proprietary Anchors Date: 3/10/2011 Time: Temperature: Verified anchor to be Hilti KB -TZ 1/2" x 4 1/2" wedge type. Verified hole cleanliness and minimum embedment of 3 1/4 ". Torque was tested with calibrated wrench #132B and was found meeting or exceeding manufacturer's recommendations of 40 ft. lbs. All work was found in conformance with manufacturer's recommendations, approved plans and ESR #1917. Areas inspected include all rack noted on D -1 of approved plans. Distribution: Distribute Client ❑ Distribute Contractor Distribute Engineer ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Chandler, Loren Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden FILE COPY Permit No. N0RTHWEST HANDLING SYSTEMS, I N C. The Material Handling Experts 1100 SW 7th St Renton, WA 98055 (425) 255 -0500 ph (425) 228 -6946 fax ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT RACK INFORMATION SUPPLEMENT SITE ADDRESS: 1071 Andover Park East TENANT NAME: Northwest Souvenirs DATE: February 22, 2011 APPLICANT: Mike Sorenson / (206) 818 -4488 1. Load application and rack configuration drawings attached. REVIEWED FOR CODE it I,, MANCE APOINIVID hiAK 0 4 2011 CitY cat BUILDING DM 2. Attached plans and engineering detail the rack locations, dimensions, and specifications. 3. Stamped engineering calculations attached. 4. Inspections will be scheduled as instructed. 5. Vertical members of storage racks are designed and installed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 6. Commodities stored in racks: Souvenir shirts consisting of cotton a polyester, stored in cardboard boxes directly on racks and on wood pallets. Not encapsulated. 7. Sprinkler System Information: Wet system: 150 psi static, 125 residual. 8. Building exits indicated on attached drawings. RECEIV CITY OF TU !A 9. Maximum product storage height: 14'. Overhead clearance: 15' 6 ". FEB 2 2011 PERMIT CENTER BY G. OHANIAN RAdK DEfilIdN & EN(INEERINd do. DATE 2-18-11 SUBJECT 412 WEST BROADWAY, BUTTE #204 (LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 1 JOB NO. RD -15337 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: NORTHWEST SOUVENIRS 1071 ANDOVER PARK EAST TUKWILA, WA. 98188 PER IBC 2009 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 3000 # / LEVEL AT TYPE "A" 500 # / LEVEL AT TYPE "B" CALCS. 1 THRU 5 DRAWINGS: RD -15337 FILE COPY Permit No., EXPIRES 12 -26 -11 REVISED FOIr MANCE APDahVED MAR 0 4 2011 �• 1 BUILDING DIVISION CI7ARSILA FEB 2 a 2011 PERMITCEATER t1FOL12 BY ' G. OHANIAN RACK DE$I(4N & EN(INEERIN(4 CO. DATE . 2- 1 8-1 1 412 WEST BROADWAY, BUITE #204 SUBJECT Off. dA. 91204 1EL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 2 JOB NO.. RD -15337 TYPE "A" BEAM SEISMIC DESIGN _ $ DS XI V Rx1.4 xW Ix =1.63 S, =.76 ry =55 KSI. 36" SIDE VIEW t0 rn LOAD PER BEAM + 25% IMPACT LOAD (3.0K x.88)+(1.5 Kx.25) = 3.0 -1.5 K 2 2 BEAMS M= 8 =9 "K S R= .57<.76 A W =•63 " <180 =.66" 384.1x E IBC 2009 (SEC. 2208), RMI SPECS. ASCE 7 -05 (SEC. 15.5.3) SDS =.94 (USGS WEB SITE, "SITE CLASS D ") 1 =1 NO PUBLIC ACCESS R =6 MOM. CONN. R =4 BRACED W =D.L.+ 3 PALLET LOAD TYPE "A" LOAD PER COL. = 2x3.0 K =3.0K 2 coL. P =.2DL+ (3.OKX.75) =2.5K W =.2DL+ (3.0PL(.67) = 2.2 K V = .24 K LONGIT. \TRANS. '37 K LONGIT. SEISMIC 144" & 106" TYPE "B" SIDE VIEW Conterminous 48 States 2009 International Building Code Latitude = 47.446 Longitude = — 122.252 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = Fv x S1 Site Class D — Fa = 1.0 ,Fv = 1.521 Period Sa (sec) (g) 0.2 1.402 (SMs, Site Class D) 1.0 0.729 (SM1, Site Class 0) Conterminous 48 States 2009 International Building Code Latitude = 47.446 Longitude = — 122.252 Design Spectral Response Accelerations SDs and SDi SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D — Fa = 1.0 ,Fv = 1.521 Period Sa (sec) (g) 0.2 0.935 (SDs, Site Class D) 1.0 0.486 (SDi, Site Class 0) .24 K 1 1 "K 5 •K 11•K By G. OHANIAN DATE 2-18-11 SUBJECT RAdK DEOICN & ENCtINEERINGi d0. 412 WET BROADWAY, �1UITE #204 LENDALE, CIA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO. 3 JOB NO.. RD -15337 TYPE "B" LOAD PER COL. = 1x.5 K =.25K 2 COL. P= .2 DL+ (.25K x.75) =.39K W =.2pL+ (.25K x.67) = .36 K PL L= ONGIT. '04 K _ K TRANS. .06 .04 K 0 rn 04K COLUMN ANALYSIS COLUMN AT TYPE "A" x t =.09" (j Fy =55 KSI Ae =.78 Ix =1.19 Se =.8 rx =1.2 ry =1.1 KL = 90 2 =128 rx KL _ 47 —43 y- Mn =Se .Fy =44 COMBINED STRESS RATIO Pex =1T2E.IX =14 Qc =1.8 f)c.P Qb.Cmx.M _.82<1 KL) 2 Pn + Mn.ax — Qb=1.67 ax =1— QoP =.70 Pex Cmx =.85 BASE PLATE (TYPE "A ") ANCH. TENSION = .58 K ANCHOR SHEAR — .12 K (2) -1/2 "0 HILTI KWIK BOLT —TZ ANCHORS PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED 3 "K Fe= (KL)2= 18 rx Fn = Fy ( .877 ) = 16 KsI x2 c Pn= Fn .Ae = 13K 2.5 K 1 1 " I A c = Fy /Fe = 1.75 Ac >1.5 7 3/4 "x5 "x3/8" BASE PLATE Zo BY G. OHANIAN RAdK DEOIC N & ENC INEERIN( do. DATE . 2-18-11 412 WET BROADWAY, QUITE #204 SUBJECT LEND, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 4 JOB NO.. RD -15337 COLUMN AT TYPE "B" Fy =55 Ksl A =.53 I x =.67 Sx =.45 r. =1.1 ry =.62 r 1.2 =145 KL _ 40 ry —� — —64 M„ =Se .Fy =24 COMBINED STRESS RATIO Pex =7r E.lx =7.6 Qc =1.8 f2c.P +f1b.Cmx.M _.32 <1 (KL) 2 Pr, Mn.ax 0b =1.67 ax =1— Pex _.91 Cmx =.85 BASE PLATE (TYPE "8 ") ANCH. TENSION = 0 ANCHOR SHEAR — .04 K (1) -1/2 "0 HILTI KWIK BOLT —TZ ANCHOR PER BASE PL., 3" EMB. ESR -1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.09x1x65 =3 K BEARING CAPACITY OF COL. HOLE 7/16 "0 RIVET A = .1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K Ma = (3 Kx4 ") +(1.5 Kx2 ") = 15 "K 3 PIN CONN. CONN. MEND— .O1XWI2= 1.8 "K M — 8 "K M = 9.8 "K SEISMIC TOTAL 2 Fe =( KLj2= 14 rx F „= Fy(.877 ) = 12 KSI A2 c J Pn =Fr, .Ae = 6.4 K .39 K 1 3"x3"x1 /8” BASE PLATE Ac= -N/Fy /Fe = 1.99 Ac >1.5 In . 4 BY G. OHANIAN RAdK DENION & EN(INEERINd do. DATE .2 -18 -11 412 WET BROADWAY, OUFTE #204 SUBJECT LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 SHEET NO 5 JOB NO.. RD -15337 OVERTURNING = .37 Kx2�ox 184 "x.66 =90 "K MOT MR = 2.5 Kx36 "= 90 "K NO UPLIFT LOAD TO DIAGONAL P = .37Kx2 x 5(2 =.88K COL. 42 FY =55 KSI Ae =.26 rx =.48 Q =.74 L= 50" P° = 3.4 K CHECK WELDS p� = (1 .1+11-) L. t. F„ = 5.36 K 0 = 2.55 -= 2.1Kx2 =4.2K SIDES CHECK SLAB 2500 = 2.5 °' 1000 .360 =19 " .37K 2.5x 144 =360 °" M= ( )2x 1000x 2 x12=510 "# S= 12x62 = 72 6 510 = 7 <1.6 V2500 =80 72 2.5 K 2.5 K ■ i vx�� 36" .371( TOP LEVEL LOADING W= .2DL +1.5LL 1.7K V= .28 K LOAD PER COL. MoT .28K x2 x160 " = 89 "K COL. MR = 1.7 Kx36 " = 61 "K UPLIFT = 8 3661 = 77 K BOTH SIDES TYP 2500# 6" CONCRETE SLAB 2500 PSI. CONC. 1000 PSF. SOIL 08 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MIKE SORENSON 1100SW7ST RENTON WA 98057 RE: Permit No. D11 -042 1071 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/13/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/13/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. DI 1 -042 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • PERMITCOORDCOPIOO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -042 DATE: 02/24/11 PROJECT NAME: NORTHWEST SOUVENIRS SITE ADDRESS: 1071 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued EPARTMENTS: 1 din• 'vision Public Works elw� 41-11 re Prevention ❑ Structural Planning Division Permit Coordinator El n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 03/01/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/05/11 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople liter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name NORTH WEST HANDLING SYS INC UBI No. 600051641 Phone 4252550500 Status Active Address 1100 Sw 7Th St License No. NORTHWH275JF Suite /Apt. License Type Construction Contractor City Renton Effective Date 4/6/1973 State WA Expiration Date 10/9/2011 Zip 980552939 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FRANCK, JAMES J Cancel Date 01/01/1980 Amount THOMAS, KEVIN A 30 01/01/1980 ADV4015483385 KOSTY, CLARK R 10/01/2011 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 TRAVS 81S103354822BCM 10/01/2001 Until Cancelled $12,000.00 10/09/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 30 NS NATIONAL FIRE ADV4015483385 10/01/2010 10/01/2011 $1,000,000.00 09/20/2010 29 ACE AMERICAN INS CO PMDG24651605002 10/01/2008 10/01/2010 $1,000,000.0009 /30/2009 28 ACE AMERICAN INS CO PMDG23858769 10/01/2007 10/01/2008 $1,000,000.00 09/28/2007 27 ACE AMERICAN INSURANCE COMPANY PMDG22904279 11/01/2006 11/01/2007 $1,000,000.00 10/27/2006 26 BURLINGTON INS CO HGL0011190 11/01/2005 11/01/2006 $1,000,000.00 11/04/2005 25 BURLINGTON INS CO HGL0007660 11/01/2004 11/01/2005 $1,000,000.00 11/01/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 03/10/2011 59' 36X120 44X144 44X'44 CD O CD O 36X 20 36X120 36X120 36X120 NORTH PI AN VIEW SCALE: 3/16" = 1' -O' SEPAR °L: PERMIT REQUIRED FOR IrMechanical ffrEiectrical arhlumbinp Does !Vino "ity of Tukwila WW1 DIVISION REVISIONS crrianges shall be made to 'hi acop� of work without prior approval of Tukwila Buildir9 Divisio .. NOTE: Revisions will r flqu 'a now Moo, submNal and may ifiducie additic. tub '4'0e fees. .fa'onw2efl:Ccvzm_@; r.2 11111111M 44 Y ^.`vCM11," mtviaWED FOR CDE \ 1 APD V �n 1111 ue- CiglO�TllaYiln BUILDING DIVISif ? 1 7 %i NORTH SITF MAP 1071 Andover Pk E. Tukwila, WA 98188 L ALE COPY (mnit No..N)1 14 g Plan review approval is subject to errors and omiasior 1,ppraval rif construction documents does not authori afloi dk n of any adopted code or ordinance. Rece. ipproved Reid Copy and Is admowledge Bye, Date' mac/ City Of 1Ukwila BUILING DIVISIO -' 2011 P ;MIT CENTS SHEET NUMBER 1 1J C z 1.1 yJ 1 0 [1 W >- Qo(n 1--LO W1') W 0 O E)'oO0 (n�'0 Z Ln sN !;EMMM Q9 0 LO nl 0 (,) LtJ 0 W (n LLJ oc a1- aW -" N M L LiJ ^ H- r (1) C.! Ll DRAWING NUMBER D-1 TYP TYP \\ SIDES TYP. ❑ 1 n 1 J # ' \ ❑ ❑ / ET+ BOTH 1/8 V1 5 11/2" 2 LL \ I 1 /8 - - - ..iiitged 0 O E O I J o 1 0 U I - t =.07" SEC. A- A - - -- — 1 8 1 5/8" v Q z o j M - -- - -- -- 1 j ° In )Gss1 a. C I ` —� t =.09 1 ( i I \ 0 d e . d e� • i � ° ' Ie • _ _ 'd . t M A , r - ^'� I q /8 , 1 . f / / ' 1. \ \ e .► : • , �• ' • i . �' • . r } -- �� - -��� _- _--M G • ° •e ° . , �c 1; °'4' ' ° , ° e . -ice - • .• ..1.... r- I t=.09" • lam- _ _ t =1/8" �. i • e .. •, 4' . ^' ' ° • d ' . °. .. ° .• •a ad, °. :� 6" t=5/8" 3" ',,' —_J Ilr SEC. B—B (1)-1/2"0 ANCHOR BOLT PER BASE PLATE 3" EMB., (SEE NOTE NO. 4) • (2)-1/2"0 3" ANCHOR BOLTS PER BASE PLATE EMB., (SEE NOTE NO. 4) BASE PLATE DETAIL (TYPE "A") C J ~ BASE PLATE DETAIL (TYPE "B" ) . FACING D TAIL OD ih 1 3/4" 1 • QQ Q Q Q a Q g Q Q Q QQ Q Q v Q Q Q QQQr Vii/ eti t:l U / % 0 d' �, I I in , ° ° ° ° k Olg ► °' ° 4Q 1�PJ11 C t =0.06" I I I % t, ° ° ° e � 1 ° e ° ° 'I il QQ ° o Q I r r I r ; � ' r r i QQI 1 a ; Q r Q , Q Qr 0 r r' AF 0000 # Ck CAN q I I/ ' ► ` / 7/16"0 ASTM HOT G10100 � ) TYP its r \°Q 1 ,° I ° °Q °Q °Q °Q: \ a•- \ IIIIIIIIIIII71 � � �; I I J > _1 II pip o I I -- - -- -- - --- -J1 ■ ' , . REVIEWED FOR CODE ®COMPLIANCE 11' 1 opnveo MAR 0 4 2011 otTulatla „ BUILDING ,nmsloN , _ , . , '- RIVET 2 \/ A576 -90B \ \ - WROUGHT UNS t= 3/16" GRACE C -1010 BEAM CONNECTION @1_-- GENERAL CONFIGURATION 120" 36" NOTES: 1 -- DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2069 EDITION, SECTION 2208 2 -STEEL FOR ALL SHAPES FY =55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED) 3-NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR #777 (E70XX ELECTRODES) 4-ALL ANCHORS HILTI KWIK BOLT -TZ ESR -1917 PERIODIC SPECIAL INSPECTION IS REQUIRED 5-CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 6-STORAGE 500 # / IEVEL AT TYPE f�df"A" Od0 #/ LEVEL AT TYPE "A" 7-RACK INSTALLATIONS SHALL dISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY OF THE RACK (SEE NOTE NO. 6) 8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10'—o" OF HEIGHT 9-THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. 1 b- STORAGE RACK AREA NOT OPEN Tb PUBLIC, EMPLOYEE ACCESS ONLY CITYOFTUKWILA FEB 2 2011 PERMIT CENTER . , . , . . . _ -• \ o N - >� \ co E \ Q \ 0 �— o • • D . \ Rh -4- \ 144" & 106" 44" O 3 co co • ,,. a, 1 1 —s a0\ i i r JD { 4. 0 .c.3\ o `� ' b © = \ 0 txOH4 O' Wit y RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 _ 0} ' ' � J : SCALE: NONE DRAWN BY: 4slJ :' ... d ' � ' �•' '• ,r N. .. .. ...• • ,, ,.'' .........,...17: ' •'., :•4 , .. ;'• DATE: 2-18-11 ./ 9361 Q ��<E' �Ci'sTE s\� PROJECT: NORTHWEST SOUVENIRS 107'{ ANDOVER PARK_ EAST, TUKWILA, WA. 9818$ - �' "G STORAGE RACK DETAILS JOB NO. RD -15337 SHEET N0. , OF , "A" VIEW TYPE "B" SIDE VIEW TYPE A SIDE VIE 12 -26 —,I I